(a) Pavement shall be cut back nine inches from undisturbed edges of the opening using a saw to insure square and vertical edges.
(b) An eight-inch thick spanning slab of 3,000 psi high early strength concrete shall be poured reaching from nine inches beyond the undisturbed subgrade on one side to nine inches beyond the undisturbed subgrade on the other side.
(c) Concrete shall be level with the surface of concrete pavement and to within two inches of the surface for asphalt.
(d) Patching of asphalt pavement shall be hot mix for all permanent patches, it being required that the entire opening to coated with liquid asphalt. Hot mix shall be put in place and rolled and the joints between the patched area and the street surface shall be sealed with liquid asphalt.
(e) If the restoration of any opening, whether in pavement or in a treelawn, is performed by the City, the cost of all labor and materials shall be charged against and deducted from a deposit made by the company or other person, as required by the Director of Public Service-Safety prior to commencing the work.
(g) Upon the failure or refusal of the permittee to satisfactorily fill the excavation, restore the surface and remove all excess materials within the time specified by the Director or, where not specified, within a reasonable time after completion of the work, the City may proceed, without notice, to make such fill and restoration, and the bond referred to in Section 1020.06 shall be deemed forfeited. Thereupon such bond shall be paid into the Street Repair Fund, except such part as is paid to the permittee as the difference between the bond and the charges of the City for restoration services performed by it. If the amount of such services performed by the City exceeds the amount of such bond, the Municipal Clerk shall proceed to collect the remainder due from such permittee. (Ord. 82-74. Passed 2-11-75.)